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2978 CARLSBAD BLVD; ; AS140033
8/9/24,12:45 PM AS140033 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS140033 Job Address: 2978 CARLSBAD BL Permit Type: SPRINK Parcel No: 2031740600 Lot #: 0 Reference No.: Status: APPROVED Applied 2/25/2014 Approved: 3/1/2014 Issued: 3/1/2014 PC #: Inspector: Project Title: SUN DIEGO PROVIDE NEW FIRE SPRINKLER T.I. OF EXISTING SYSTEM FROM LIGHT HAZARD TO ORDINARY HAZARD GROUP 2 AND EXTRA HAZARD GROUP 2. Applicant: Owner: ARROW AUTOMATIC FIRE SPRINKLER INC SVF LLC C/O SIMA MANAGEMENT CORP 9520 PATHWAY ST 1231 STATE ST #B SANTEE CA SANTA BARBARA CA 619-448-2518 Fees ($) I Add'I Fees ($) Total ($) Balance ($) 604 604 0 about:blank 1/1 L 6FF/CE OCCLJF'ANCY /35 SF lkôo3 SHELF TYPE A'= cONtIOP/TY CLASS I-/VSTORAOE TO /8 EL OH F/RE SPRINKLER OFFL ff0 TOP SHELF TYPE = 1lL46TIC6 STOR,4OETOS'I-IIOHMAX / F/TTIAO ,—EX/TPO'R TO EXTER/R /\ STAIRWAY OFFICE \ AREA / V RETAIL / %V///V. IT CCJANCY 5114 T AREA 6,970 SF 2,05 OCCIJ19AAIT5 ACUACENT 6,163 9F RE TA IL A REA RESTAURANT T.OV 10-O"AE— A \ 'NO TARART" 19 —'I' T.O.W. = 8'-O AF—' //Z \ EXIT R-2 , / / ALEFLCCR/ _ /v / EI1[FF I 51K-L9$$ c455$ AREA 'A' RETAIL IT OcCU,ANCY T.O.W. = 10-0" AF EE - -- - A L56 FL OOR EEIL P05-2 P05-3 - -- -/ ,—T.O.W. = 10-0' HETSIJ/T$/ NEOPPEIVE AREA 'C' 752 SF 5T0RAE AREA EC-& FLOOR ACCE5 I \ NOT AF/WT I' \ EXIT DOOR ) S N. N. IAREA '.5-I' LIMITED fLAST/CSH TI2SF T.O.W. = au j Carlsbad Municipal Water District Potable Water Discharge Event Report 2!fii FA 0 Date: -------J-----I Location: ------------ Reason for Discharge Event: ----------------- ----------------------------------------------------------- Type of Event Initial Dewatering Water Mains Estimated Discharge Flow: --- GPM Note: Includes flow testing and flushing Dewatering Water Mains Start Time Unscheduled Water Discharge---- .Lk End Time Clear flow path of debris, surface contaminants and/or hazardous materials. Do not remove native vegetation. Erosion control, i.e. sandbags, silt fencing, hay bales, gravel bags, decreasing the velocity of discharged water. Pre-Decdori nation ResuaI: Post-Dechlorination Residual: — Q---- O L/ -- (Less than 0.1 mg/L) PH within limits of 6.0 and 9.0 Upon completion of dewatering, ensure that the flow path is free of all temporary erosion prevention materials. N/A Upon completion of dewatering, ensure that any sediments or silted areas are cleared. YES Water Sampling Performed by: Comments: Submitted by: Reviewed by: (Name & Date) (Name & Date) iluw icst RCCUFLI A 6 14ôc Test Eycpl Location Hydrant ID No. j Size Main Static Residual. Pressure Drop.. PDI 1) ...K factor for PDI 1 Flow Hydrant(s) Hydrant 1 location 11 Ps? Hydrant 2 location_______________________________________________________ Hydrant 3 location Hydrant I Pitot _PSI GPM: Size of Orifice________ Hydrant 2 Pitot PSI GPM: Size of Orifice___________ - -Hydrant3Pitot------------PSI GIP M __ Til. A '..!LCLI. (fl1\ Calculated test and flow data - 0_xPD2k =Q2 PDI*k Static..................... Desired Residual.......20 Pressure Drop (PD 2).. _________________________________K factor PD 2: x divided by -equals GPM at 20 psi residual Q PD2k PD1k Q2 Comments: W Test conducted for: Conducted by: Date:__________ Time:_______ 3 ASt400 FLOW TEST SUMMARY REPORT pagel LOCATION:Sun Diego DATE: 2/3/14 2978 Carlsbad blvd. ste 120 Carlsbad, CA TIME: 11:18 Static Hydrant Number: NA Flowing Hydrant Number: NA Elevation: Elevation: Dist. Between Hydrants: Diameter of Main: 10 Outlet Diameter: 2.50 in Number flowing: 1 Coeff. : 0.90 Static pressure: 100.00 psi Residual pressure: 85.00 psi Pitot Reading: 70.00 psi Flow: 1404.3 gpm Flow at 20 psi: 3470.7 gpm GRAPH: PSI /Normal Pressure-No Flow-100.00 psi 100 s\\\ I \\\\ I 90 + \\\\/Test Flow-1404.3 gpm-85.00 psi I R... I 80 + .... I 70 + . . . . I 60 + . . . . I 50 + . . . I 40 + .... I 30 + .... I 20 + Avail. Flow @ 20 psi=3470.7 gpm *1 10 + I 0 +-+---+-- - -+ -----+ ------+ --------+ --------+ ---------+ -----------+ 7001050 1400 1750 2100 2450 2800 3150 3500 FLOW (GPM) NOTES: Flowing hydrant is assumed to be on a circulating main or downstream of the pressure test hydrant on a dead-end system. Flow analysis assumes a gravity flow system with no distribution pumps and having no demand, other than the test flow. Distance between hydrants, elevations & main diameter are for information only. 100. C 90. C 80. C 70.0 10.0 out G A 60.0 G E P R 50.0 E S £ 40.0 E 30.0 i 20.0 FLOW TEST SUMMARY REPORT page2 700 1050 1400 1750 2100 2450 2800 3150 3500 FLOW (GPM) [iydrauIic Summary I Job Number: Z9486 - REMOTE AREA 1 , Report Description: Ordinary Group II Job Job Number Design Engineer Z9486 BRAD PAVLICK Job Name' State Cartifloabon/LiosnSe Number SUN DIEGO Address I 300 CARLSBAD VILLAGE DRIVE CARLSBAD CA HAd CARLSBAD FIRE DEPT Address 2 Job Site/Budding SUN DIEGO Address 3 Oracang Name SUNDIEGO-FIRE-SPRN System ' - Remote Ares) Most Demanding Sponklar Data 5.6 K-Factor 24.00 at 18.367 Occupancy Ordinary Group II Job Au/Bc REMOTE AREA 1 Osndty Axea of Appiloabon Hose Allowance At Saunas 250.00 0.200gpm/ft2 1212.00 (Actual 1212.92) Additional Hose Supplies Number Of Sprinklers Calculated Coverage Per Sprinkler Node Flow(pi)m) 13 120.00 AutoPeak Results: Pressure For Remote Paso(s) Adjacent To Most Remote Area Total Hose Streams 250.00 System Flaw Demand Total Water Required (Including Hose Pllowanoa) 348.64 598.64 Maximum Pressure Unbalance In Loops 0.000 Maximum Vdooiry Above Ground 20.51 between nodes 18 and 20 Macbrunt Velocity Under Ground 3.48 between nodes 22 and 4 Volume capacity of Wet Pipes VOlutrta capacity of Dry Pipes 863.54ga1 Supplies Hose Flow Static Residual ,_ Flow Available ,.... Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) '—' (gpm) (psi) '— (gpm) (psi) (psi) 22 Water Supply 250.00 100.000 85.000 1404.00 96.901 598.64 72.050 24.851 AS140033 Contractor . . . Contact Hams Contaot Tide Contra otor Numbnr C-16-422176 BRAD PAVLICK Name of Contraotor. ARROW AUTOMATIC FIRE SPRINKLERS INC. Phone 619-448-2518 Extension Address I 9520 PATHWAY ST SANTEE CA 92071 FAX Address 2 E.srsall Address 3 Wobcbitn J©M.E.P.CAD, Inc. AutoSPRlNK®VR10v10.0.59.0 2/10/2014 3:15:01PM Page 1 rçc- [HydrauIic Graph I Job Number: Z9486 - REMOTE AREA 1 Renort Descrintion: Ordinary Groun I Water Supply at Node 22 150— 135— 120— 105— =--Static Pressure 100.000 Static Pressure 90.0090 0 -- -. 1404.00 @ 85.000 404.00 _? 76,500 90%) 348.64 @ 72.050 -. — 598.64 with hose streams a. 60 - System demand curve .- 30— 15— 0-". 1L.1 .1.L.LLtiI11I)) 1 P 111)1111 I Ihull)) IIll Ill i F I I 0300 600 900 1200 1500 1800 2100 2400 2700 3000 Water flow, gpm Hydraulic Graph Water Supply at Node 22 Stabs: Pressure 100.000 Residual: Pressure 85.000 @ 1404.00 Aueteble Preosure at Time of Test 96.901 @ 598.64 System Demand 72.050 @ 348.64 System Demand (Including Hose Hilowance at Source) 72.050 @ 598.64 k,,. © M.E.P.CAD, Inc. AutoSPRINK® VRIO vl0.0.59.0 2/10/2014 3:15:11PM Page 2 :< !summary Of Outfiowing Devices I Job Number: Z9486 - REMOTE AREA 1 Report Description: Ordinary Group II Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Sprinkler 301 29.20 24.00 5.6 27.196 Sprinkler 302 29.67 24.00 5.6 28.070 Sprinkler 303 27.88 24.00 5.6 24.789 Sprinkler 304 28.33 24.00 5.6 25.589 Sprinkler 305 28.74 24.00 5.6 26.338 Sprinkler 306 26.37 24.00 5.6 22.167 Sprinkler 307 26.79 24.00 5.6 22.888 Sprinkler _308 27.34 24.00 5.6 23.829 Sprinkler 309 25.86 24.00 5.6 21.318 Sprinkler 310 24.84 24.00 5.6 19.668 Sprinkler 311 25.24 24.00 5.6 20.313 cSprinkler 312 24.00 24.00 5.6 18.367 Sprinkler 313 24.39 24.00 5.6 18.973 c Most Demanding Sprinkler Data , © M.E.P.CAD, Inc. AutoSPRINK® VR10 vlo.0.59.0 2/10/2014 3:15:15PM Page 3 L INode Analysis Job Number: Z9486 - REMOTE AREA 1 Reoort Descriotion Ordinary Grouo II Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) - 22 -14-0 S 72.050 348.64 301 9-6 Spr(-27.196) 27.196 29.20 302 9-6 Spr(-28.070) 28.070 29.67 303 9-6 Spr(-24.789) 24.789 27.88 304 9-6 Spr(-25.589) 25.589 28.33 305 9-6 Spr(-26.338) 26.338 28.74 306 9-6 Spr(-22.167) 22.167 26.37 307 9-6 Spr(-22.888) 22.888 . 26.79 308 9-6 Spr(-23.829) 23.829 27.34 309 9-6 Spr(-21.318) 21.318 25.86 310 9-6 Spr(-19.668) 19.668 24.84 311 9-6 Spr(-20.313) 20.313 25.24 312 9-6 Spr(-18.367) 18.367 24.00 313 9-6 Spr(-18.973) 18.973 24.39 2 13-0 T(20-2) 42.304 4 -10-0 68.681 5 6-6 E(9-5) 56.231 7 11-3 T(20-2) 45.874 8 13-0 P0(10-0) 41.983 11 13-0 P0(10-0) 42.183 17 13-0 T(20-2) 41.687 18 11-3 T(16-6) 41.350 19 9-6 P0(8-0) 29.525 20 9-6 P0(8-0) 30.469 21 9-6 P0(8-0) 28.971 , 0 M.E.P.CAD, Inc. 4J AutoSPRINK® VR10 vlo.0.59.0 2/10/2014 3:15:22PM Page 4 Hydraulic Analysis Job Number: Z9486 - REMOTE AREA 1 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary Route I ..... BL 1.0490 24.00 8.91 120 0.182334 7-2 Pt 1.301 312 310 9-6 9-6 24.00 5.6 18.367 19.668 Sprinkler 7-2 Pe Pv BL 1.3800 48.84 10.48 120 0.178485 14-0 Pf 2.499 310 306 9-6 9-6 24.84 5.6 19.668 22.167 Sprinkler 14-0 Pe Pv BL 1.6100 75.20 11.85 120 0.187253 14-0 P1' 2.622 306 303 9-6 9-6 26.37 5.6 22.167 24.789 Sprinkler 14-0 Pe Pv BL 1.6100 103.08 16.25 120 0.335586 of (6:C'Pf 4.737 303 19 9-6 9-6 27.88 5.6 24.789 29.525 Sprinkler P0(8-0) 8'0 14-1 Pe Pv CM 2.6350 214.22 12.60 120 0.117906 8-0 Pt 0.943 19 20 9-6 9-6 81.93 29.525 30.469 Flow (q) from Route 3 8-0 Pe Pv CM 2.6350 348.64 20.51 120 0.290300 1- 94 Pt 11.640 20 18 9-6 11-3 104.75 30.469 41.350 Flow (q)from Route 2 2fE(6-10), T(16-6) 30-2 40-1 Pe Pv -0.759 CM 3.2600 199.57 7.67 120 0.036681 62-10 Pt 4.524 18 7 11-3 11-3 41.350 45.874 6fE(6-9), T(20-2) 60-6 123-4 Pe Pv CM 3.2600 348.64 13.40 120 0.102962 37-7 Pt 8.298 7 5 11-3 6-6 45.874 56.231 5fE(6-9), E(9-5) 43-0 80-7 Pe Pv 2.059 FR 3.2600 348.64 13.40 120 0.102962 16-6 Pt 5.297 5 4 6-6 -10-0 56.231 68.681 CV(216), BV(13-5) 34-11 51-5 Pe Pv 7.153 UG 6.4000 : 348.64 3.48 140 0.002898 310-0 Pt 1.635 4 22 -10-0 -14-0 68.681 72.050 8E(24-2), CV(55-4), GV(5-2), S 2540 564-0 Pe Pv 1.734 250.00 Hose Allowance At Source 22 598.64 Route ..... BL 1.0490 24.39 9.06 120 0.187888 7-2 Pt 1.341 313 311 9-6 9-6 24.39 5.6 18.973 20.313 Sprinkler 7-2 Pe Pv BL 1.3800 49.63 10.65 120 0.183907 14-0 Pt 2.575 311 307 9-6 9-6 25.24 5.6 20.313 22.888 Sprinkler 14-0 Pe Pv BL 1.6100 76.42 12.04 120 0.192920 14-0 Pt 2.701 307 304 9-6 9-6 26.79 5.6 22.888 25.589 Sprinkler 14-0 Pe Pv BL 1.6100 104.75 16.51 120 0.345704 'L6 P1 4.880 304 20 9-6 9-6 28.33 5.6 25.589 30.469 Sprinkler P0(8-0) 80 14-1 Pe Pv Route 3 ..... BL 1.0490 25.86 9.60 120 0.209271 12-0 P1 2.511 309 308 9-6 9-6 25.86 5.6 21.318 23.829 Sprinkler 12-0 Pe Pv BL 1.3800 53.19 11.41 120 0.209055 12-0 P1 2.509 308 305 9-6 9-6 27.34 5.6 23.829 26.338 Sprinkler 1Q Pe Pv2/7 BL 1.6100 81.93 12.91 120 0.219429 ç9Pf2.633 305 21 9-6 9-6 28.74 5.6 26.338 28.971 Sprinkler P0(8-0) 8-0 .- 120 Pe Pv CM 2.6350 81.93 4.82 120 0.019922 /3-'5 (14-1. Pt 0.555 21 19 9-6 9-6 28.971 29.525 2fE(6-10) 13 27-10 Pe Pv Route ..... BL 1.0490 29.20 10.84 120 0.262147 /3-11: Pt 2.329 301 19 9-6 9-6 29.20 5.6 27.196 29.525 Sprinkler P0(5-0) (( 5-0 Pe Pv Route BL 1.0490 29.67 11.01 120 0.269932 t 2.398 302 20 9-6 9-6 29.67 5.6 28.070 30.46 Sprinkler P0(5-0) C 11-1 5-0 8-11 Pe Pv __ Route 6 ..... CM 3.2600 58.22 2.24 120 0.003755 8-7'1 Pt 0.121 11 2 13-0 13-0 52.79 42.183 42.304 Flow (q)from Route 7 fEE(3-6), T(20-2) 23-8 32-3 Pe Pv LAA,@ Inc. AutoSPRlNK®VR10v10.0.59.0 2/10/2014 3:15:27PM Page 5 Hydraulic Analysis 1 Job Number: Z9486 - REMOTE AREA 1 Reoort Descriotion: Ordinary Groun II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Upstream Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary CM 3.2600 149.07 5.73 120 0.021383 57-8 Pt 2.813 2 7 13-0 11-3 90.85 42.304 45.874 Flow (q) from Route 10 5fE(6-9), 2T(20-2) 73-11 131-7 Pe 0.757 Pv Route ..... CM 3.2600 52.79 2.03 120 0.003133 56-8 P1 0.199 8 11 13-0 13-0 58.22 41.983 42.183 Flow (q)from Route 9 2fEE(3-6) 7-0 63-8 Pe -0.000 Pv Route ..... BL 1.6100 5.43 0.86 120 0.001448 107-9 P1 0.199 8 11 13-0 13-0 58.22 41.983 42.183 P0(8-0), Flow (q) from Route 9 3fE(3-6), 2fEE(1-10), P0(8-0) 30-1 137-10 Pe -0.000 jPv - Route 9 ..... CM 3.2600 58.22 2.24 120 0.003755 68-6 Pt 0.297 17 8 13-0 13-0 41.687 41.983 3fEE(3-6) 10-6 78-11 Pe Pv i .....Route 10 ..... CM 3.2600 149.07 5.73 120 0.021383 4-1 P1 1.094 18 17 11-3 13-0 . 41.350 41.687 T(20-2) fE(6-9), T(20-2) 47-0 51-2 Pe -0.757 Pv CM 3.2600 90.85 3.49 120 0.008555 45-0 P1 0.617 17 2 13-0 13-0 41.687 42.304 2fEE(3-6), T(20-2) 27-2 72-2 Pe Pv iEquivalent Pipe Lèngthsáf -Valves and Fittings (C=120only) , ( Actual Inside Diameter \487 - '. Schedule 40 Steel Pipe Inside Diameter / - Factor C Value Multiplier I Value Of C 100 130 Multiplying Factor 0.713 1.16 140 150 1.33 1.51 1&©M.E.P.CAD, Inc. 4AutoSPRlNK®VR1000.0.59.0 2/10/2014 3:15:27PM Page 6 )1IHydrau11c Analysis I Job Number: Z9486 - REMOTE AREA 1 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss I Length IPressure Downstream Elevation Discharge K-Factor Pt Pn Fittings --I IEq. Length Summary Upstream Total Length Pipe Type Legend Units Legend Fittings Legend - AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain - Discharge gpm BalV Ball Valve DR Drop Velocity fps BFP Backflow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Length Foot C Cross Flow Turn 900 FR Feed Riser Friction Loss psi/Foot cplg Coupling MS Miscellaneous HWC Hazen-Williams Constant Cr Cross Run OR Outrigger Pt Total pressure at a point in a pipe CV Check Valve RN Riser Nipple Pn Normal pressure at a point in a pipe DelV Deluge Valve SP Sprig Pf Pressure loss due to friction between points DPV Dry Pipe Valve ST Stand Pipe Pe Pressure due to elevation difference between indicated points E 900 Elbow UG Underground Pv Velocity pressure at a point in a pipe EE 45° Elbow Eel 11¼0 Elbow Ee2 22W Elbow Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PRV Pressure Reducing Valve Pry Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo - WMV Water Meter Valve Z Cap ,©M.E.P.CAD, Inc. AutoSPRlNK®VR10v10.0.59.0 2/10/2014 3:15:27PM Page 7 Hydraulic Summary I Job Number: Z9486 - REMOTE AREA 2 Recort Descriotion: Extra Hazard Grouo II Job Job Number Z9486 Design Engineer BRAD PAVLICK Job Name: SUN DIEGO Slate Certification/License Number Address I 300 CARLSBAD VILLAGE DRIVE CARLSBAD CA AHJ CARLSBAD FIRE DEPT Address 2 Job Site/Building SUN DIEGO Address 3 Dressing Name SUNDIEGO-FIRE-SPRN System Remote Area(s) Most Demanding Sprinkler Data 8 K-Factor 38.40 at 23.040 Occupancy Extra Hazard Group II Job Suffix REMOTE AREA 2 Hose Allowance At Source 250.00 Density 0.400gpm/ft2 Area of Applicabon 900.00 (Actual 937.99) Additional How Supplies Node Flow(r)m) Number Of Sprinklers Calculated 12 Coverage Per Spunkier 96.00 AutoFeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area 863.549a1 Total Hose Streams 250.00 System Flow Demand 504.89 Total Water Required (Including Hose rtjlcwanoe) 754.89 Madmurt Pressure Unbalance In Loops 0.000 Maoimum Velocity Aboue Orotund 19.41 between nodes 5 and 7 Maoimum Val city Under Ground 5.04 between nodes 22 and 4 Volume capacity of Wet Pipes Volume capacity of Dry Pipes Supplies Node Name Hose Flow (gpm) Static (psi) Residual ,.. Flow (psi) '— (gpm) Available ,_ Total Demand (psi) '— (gpm) Required (psi) Safety Margin (psi) 22 Water Supply 250.00 100.000 85.000 1404.00 95.241 754.89 83.265 11.976 Contractor .. . Contractor Number C-16-422176 Contact Rome BRAD PAVLICK Contact tItle Name of Contractor: ARROW AUTOMATIC FIRE SPRINKLERS INC. Phone 619-448-2518 Extension Address I 9520 PATHWAY ST SANTEE CA 92071 FAX Address 2 E-ntaA Address 3 Web-Site ,©M.E.P.CAD, Inc. AutoSPRlNK®VR10v10.0.59.0 2/10/2014 3:16:05PM Page 1 4 f Hydraulic Graph I Job Number: Z9486 - REMOTE AREA 2 Reoort Descriotion: Extra Hazard GrouD I Water Supply at Node 22 150- 135- 120- 105- Static Pressure 100.000 90 Static Pressure 90.000 (90%) -- L 83 26 404.00 t 85.000 754.89 with hose streams 0; 40400 @ 76.50090%) System demand cue ... 15H 111111 fllttli I I it It I I tl II I Ill I I I I I t I I I 1 3 I 1 f I I I t I I I I I I I 600 900 1200 1500 1800 2100 2400 2700 3000 Water flow, gpm Hydraulic Graph Water Supply at Node 22 Stays: Pressure - 100.000 Residual: Press- 85.000 @ 1404.00 Available Pressure at Tires of Test 95.241 @ 754.89 System Denrand 83.265 @ 504.89 System Oerrrand (IrutuAng Hose Allowance at Source) 83.265 @ 754.89 , © M.E.P.CAD, Inc. AutoSPRINK® VR10 00.0.59.0 2/10/2014 3:16:11PM Page 2 ISummary Of Outfiowing Devices Job Number: Z9486 - REMOTE AREA 2 Report Description: Extra Hazard Group II Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Sprinkler 101 38.99 38.40 8 23.754 c> Sprinkler 102 38.40 38.40 8 23.040 Sprinkler 103 40.29 38.40 8 25.366 Sprinkler 104 42.58 38.40 8 28.334 Sprinkler 105 39.72 38.40 8 24.648 Sprinkler 106 43.27 38.40 8 29.261 Sprinkler 107 43.20 38.40 8 29.166 Sprinkler 108 43.46 38.40 8 29.506 Sprinkler 109 44.38 38.40 8 30.769 Sprinkler 110 42.01 38.40 8 27.577 Sprinkler 111 1 44.29 38.40 8 30.653 Sprinkler 112 1 44.29 38.40 8 30.653 c. Most Demanding Sprinkler Data f. © M.E.P.CAD, Inc. 4jAutoSPRlNK® VRIO v1 0.0.59.0 2/10/2014 3:16:14PM Page 3 INode Analysis I Job Number: Z9486 - REMOTE AREA 2 Report Description: Extra Hazard Group II Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 22 -14-0 S 83.265 504.89 101 21-7 Spr(-23.754) 23.754 38.99 102 21-7 Spr(-23.040) 23.040 38.40 103 18-2 Spr(-25.366) 25.366 40.29 104 14-9 Spr(-28.334) 28.334 42.58 105 18-2 Spr(-24.648) 24.648 39.72 106 14-9 Spr(-29.261) 29.261 43.27 107 14-8 Spr(-29.166) 29.166 43.20 108 14-8 Spr(-29.506) 29.506 43.46 109 11-3 Spr(-30.769) 30.769 44.38 110 14-9 Spr(-27.577) 27.577 42.01 111 11-3 Spr(-30.653) 30.653 44.29 112 11-3 Spr(-30.653) 30.653 44.29 2 13-0 T(20-2) 33.586 4 -10-0 78.288 5 6-6 E(9-5) 60.627 7 11-3 T(20-2) 42.106 8 13-0 P0(10-0) 31.056 11 13-0 P0(10-0) 32.630 12 13-0 P0(10-0) 30.291 13 13-0 P0(10-0) 30.981 14 13-0 P0(10-0) 30.174 15 13-0 P0(10-0) 30.174 16 13-0 P0(10-0) 30.518 17 13-0 T(20-2) 32.959 1 ALA, © M.E.P.CAD, Inc. 4AutoSPRlNK® VR10 vl0.0.59.0 2/10/2014 3:16:17PM Page 4 :IHYauhut Analysis I Job Number: Z9486 - REMOTE AREA 2 Report Description: Extra Hazard Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Length lPressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary Route ..... BL 2.0670 38.40 3.67 120 0.015994 8-0 Pf 0.128 102 105 21-7 18-2 38.40 8 23.040 24.648 Sprinkler 8-0 Pe Pv 1.480 BL 2.0670 78.12 7.47 120 0.059502 14-0 Pt 1.428 105 110 18-2 14-9 39.72 8 24.648 27.577 Sprinkler 2E(5-0) 10-0 24-0 Pe Pv 1.501 BL 2.0670 120.13 11.49 120 0.131914 4-0 Pt 1.847 110 15 14-9 13-0 42.01 8 27.577 30.174 Sprinkler P0(10-0) 10-0 14-0 Pe 0.750 Pv CM 3.2600 161.73 6.22 120 0.024863 10-4 Pt 0.344 15 16 13-0 13-0 30.174 30.518 fEE(3-6) 3-6 13-10 Pe -0.000 Pv CM 3.2600 205.19 7.89 120 0.038616 12-0 Pt 0.463 16 13 13-0 13-0 43.46 30.518 30.981 Flow (q) from Route 5 12-0 Pe Pv CM 3.2600 327.05 12.57 120 0.091481 1-5 P1 1.978 13 17 13-0 13-0 121.87 30.981 32.959 Flow (q)from Route 2 T(20-2) 20-2 21-7 Pe Pv CM 3.2600 246.85 9.49 120 0.054360 67-0 Pt 8.390 17 7 13-0 11-3 32.959 42.106 7fE(6-9), 2T(20-2) 87-4 154-4 Pe Pv 0.757 CM 3.2600 504.89 19.41 120 0.204266 37-7 Pt 16.462 7 5 11-3 6-6 42.106 60.627 5fE(6-9), E(9-5) 43-0 80-7 Pe Pv 2.059 FR 3.2600 504.89 19.41 120 0.204266 16-6 Pt 10.508 5 4 6-6 -10-0 60.627 78.288 CV(21-6), BV(13-5) 34-11 51-5 Pe Pv 7.153 UG 6.4000 504.89 5.04 140 0.005749 310-0 Pt 3.243 4 22 -10-0 -14-0 78.288 83.265 8E(24-2), CV(55-4), GV(5-2), 5 254-0 564-0 Pe Pv 1.734 250.00 Hose Allowance At Source 22 • 754.89 Route ..... BL 2.0670 38.99 3.73 120 0.016452 8-0 Pt 0.132 101 103 21-7 18-2 38.99 8 23.754 25.366 Sprinkler 8-0 Pe Pv 1.480 BL 2.0670 79.28 7.58 120 0.061154 14-0 Pt 1.468 - 103 104 18-2 14-9 40.29 8 25.366 28.334 Sprinkler 2E(5-0) 10-0 24-0 Pe Pv 1.501 BL 2.0670 121.87 11.65 120 0.135466 4-0 Pt 1.897 104 13 14-9 13-0 42.58 8 28.334 30.981 Sprinkler P0(10-0) 10-0 14-0 Pe 0.750 Pv --Route 3 ..... BL 2.0670 43.20 4.13 120 0.019891 4-0 Pt 0.278 107 14 14-8 13-0 43.20 8 29.166 30.174 Sprinkler P0(10-0) 10-0 14-0 Pe Pv 0.730 CM 3.2600 90.18 3.47 120 0.008439 10-4 Pt 0.117 14 12 13-0 13-0 2.69 30.174 30.291 Flow (q) from Route 6 fEE(3-6) 3-6 13-10 Pe Pv CM 3.2600 177.84 6.84 120 0.029636 22-4 Pt 0.766 12 8 13-0 13-0 43.27 30.291 31.056 Flow (q) from Route 4 fEE(3-6) 3-6 25-10 Pe -0.000 Pv CM 3.2600 161.25 6.20 120 0.024727 56-8 Pt 1.574 8 11 13-0 13-0 31.056 32.630 2fEE(3-6) 7-0 63-8 Pe -0.000 Pv CM 3.2600 177.84 6.84 120 0.029636 8-7 Pt 0.955 11 2 13-0 13-0 16.58 32.630 33.586 Flow (q) from Route 9 fEE(3-6), 1(20-2) 23-8 32-3 Pe Pv CM 3.2600 258.04 9.92 120 0.059008 57-8 Pt 7.763 2 7 13-0 11-3 80.21 33.586 42.106 Flow (q) from Route 10 5fE(6-9), 2T(20-2) 73-11 131-7 Pe Pv 0.757 Route ..... BL 2.0670 43.27 4.14 120 0.019952 4-0 Pt 0.279 106 12 14-9 13-0 43.27 8 29.261 30.291 Sprinkler P0(10-0) 10-0 14-0 Pe Pv 0.750 Route ..... BL 2.0670 43.46 4.15 120 0.020106 4-0 Pt 0.281 108 16 14-8 13-0 43.46 8 29.506 30.518 Sprinkler P0(10-0) 10-0 14-0 Pe lPv 0.730 Route ..... J ©M.E.P.CAD, Inc. AutoSPRINK®VR10v10.0.59.0 2/10/2014 3:16:21PM Pages rrw [Hydraulic Analysis Job Number: Z9486 - REMOTE AREA 2 Report Description: Extra Hazard Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream BL 2.0670 44.29 4.23 120 0.020828 4-0 10-0 14-0 Pf 0.292 Pe -0.771 Pv 112 11-3 44.29 8 30.653 Sprinkler 15 13-0 30.174 P0(10-0) CM 3.2600 2.69 0.10 120 0.000013 12-0 12-0 ~Pe Pf 0.000 Pv 15 13-0 30.174 14 13-0 30.174 -.. Route 7 ..... BL 2.0670 44.29 4.23 120 0.020828 4-0 10-0 14-0 Pf 0.292 Pe -0.771 Pv 111 11-3 44.29 8 30.653 Sprinkler 14 13-0 30.174 P0(10-0) Route BL 2.0670 44.38 4.24 120 0.020901 0.020901 4-0 10-0 14-0 Pf 0.293 Pe -0.771 Pv 109 11-3 44.38 8 30.769 Sprinkler 12 13-0 30.291 P0(10-0) Route ..... BL 1.6100 16.58 2.61 120 0.011423 107-9 30-1 137-10 Pf 1.574 Pe -0.000 Pv 8 13-0 31.056 P0(8-0) 11 13-0 32.630 3fE(3-6), 2fEE(1-10), P0(8-0) Route 10 ..... CM 3.2600 80.21 3.08 120 0.006793 45-0 47-4 92-3 Pf 0.627 Pe Pv 17 13-0 32.959 T(20-2) 2 13-0 33.586 21EE(3-6), T(20-2) Equivalent Pipe Lengths of Valves and Fittings (Ct20 only) I ( Actual Inside Diameter \487 - '. Schedule 40 Steel Pipe Inside Diameter / - Factor C Value Multiplier Value Of C 100 130 Multiplying Factor 0.713 1.16 140 150 1.33 1.51 LAA, © M.E.P.CAD, Inc. . AutoSPRINK® VR10 00.0.59.0 2/10/2014 3:15:21 PM F-age 0 Pipe Type Legen AO Arm-Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Units Legend Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen-Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe P1 Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points - Pv Velocity pressure at a point in a pipe - JiydrauIic Analysis I Job Number: Z9486 - REMOTE AREA 2 Report Description: Extra Hazard Group II Downstream Discharge K-Factor Pt Pn Loss Length Pressure Eq. Length Summary Total Lencith -inings Legena ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 900 Elbow EE 45° Elbow Eel 11¼0 Elbow Ee2 22W Elbow Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap ,©M.E.P.CAD, Inc. AutoSPRINK®VR10v10.0.59.0 2/10/2014 3:16:21PM Page 7 HHydrau1ic Summary I Job Number: Z9486 - REMOTE AREA 3 Reoort Descriotion: Ordinary Group I Job Job Number Z9486 Deugu kng;000r BRAD PAVLICK Job Name; State SUN DIEGO Corthfoaboniticenea Number Address I 300 CARLSBAD VILLAGE DRIVE CARLSBAD CA AHJ CARLSBAD FIRE DEPT Address 2 Job Site/Budding SUN DIEGO Address 3 Drauetng Name SUNDIEGO-FIRE-SPRN System vi j; Remote Area(s) Most Demanding Sprinkler Data 8 K-Factor 38.40 at 23.040 Occupancy Ordinary Group II Job Suffix REMOTE AREA 3 Hose Allowance At Soume 250.00 Densdy 0.200gpm/ft2 Adea of Application 1500.00 (Actual 1504.13) Additional Hess Supplies Node Flow(pDm) Number Of Sprinklers Calculated 18 Coverage Pen Sprinkler 96.00 AutoPeek Results. Pressure For Remote oboe(s) Adjacent To Most Remote Area Left: 59.866 Right: 59.866 Total Coca Streams 250.00 System Flow Demand 687.11 Total Water Required (including Hose Allowance) 937.11 Maximum Pressure Unbalance In Loops 0.000 Moomom Vofocity Above Gmund 26.41 between nodes 5 and 7 Medmum Velocity Under Ground 6.85 between nodes 22 and 4 Volume capacity of Wet Pipes 863.54ga1 Volume capacity of Dry Pipes Supplies Node Name Hose Flow (gpm) Static (psi) Residual Flow (psi) '— (gpm) Available ,—. Total Demand (psi) '— (gpm) Required (psi) Safety Margin (psi) 22 Water Supply 250.00 1 100.000 85.000 1404.00 1 95.701 1 714.54 1 59.866 1 35.834 Contractor Co/Boots, Number C-16-422176 Contact Name BRAD PAVLICK Contact life Name of Contractor: ARROW AUTOMATIC FIRE SPRINKLERS INC. Phone 619-448-2518 Extension Address I 9520 PATHWAY ST SANTEE CA 92071 FAX Address 2 E-mail Address 3 Web-SIts l&©M.E.P.CAD, Inc. AutoSPRINK®VR10v10.0.59.0 2/10/2014 3:16:58PM Page 1 Hydraulic Graph I Job Number: Z9486 - REMOTE AREA 3 Reoort Descriotion: Ordinary Grouo I Water Supply at Node 22 135- - 120 105 Static Pressure 100.000 90 - Static Pressure 90.000(9(3%)______ 1404.00 85=0 0. -. 40400 76.500 90010) 866 1.______ _______ _________ 60 T 71454 with hose streams - System demand curve 30- IttIlill Ill III 600 900 1200 1500 1800 2100 2400 2700 3000 Water flow, gpm Hydraulic Graph Water Supply at Node 22 ", pressure 100.000 Residual: Preseu 85.000 @ 1404.00 Available Pressure at Time of Test 95.701 @ 714.54 System Demand 59.866 @ 464.54 System Demand Including Hose Al"". at Ssunee) 59.866 @714.54 ,© M.E.P.CAD, Inc. AutoSPRlNK®VR10 00.0.59.0 2/10/2014 3:17:02PM Page 2 Isu -mm ary Qf Outfiowing Devices :1 Job Number: Z9486 - REMOTE AREA 3 Report Description: Ordinary Group II Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Sprinkler 106 26.22 19.20 8 10.740 Sprinkler 109 28.66 19.20 8 12.833 Sprinkler 201 28.87 19.20 8 13.026 Sprinkler 202 27.18 19.20 8 11.539 Sprinkler 203 28.50 19.20 8 12.693 Sprinkler 204 26.05 19.20 8 10.607 Sprinkler 205 23.46 19.20 8 8.597 Sprinkler 206 26.69 19.20 8 11.128 Sprinkler 207 28.41 19.20 8 12.614 Sprinkler 208 21.28 19.20 8 7.074 Sprinkler 209 23.35 19.20 8 8.523 q> Sprinkler 210 21.17 19.20 8 7.000 Sprinkler 211 25.96 19.20 8 10.528 Sprinkler 212 28.46 19.20 8 12.660 Sprinkler 213 21.43 19.20 8 7.179 Sprinkler 214 1 23.63 19.20 8 8.723 Sprinkler 215 26.75 19.20 8 11.182 Sprinkler 216 28.47 19.20 8 12.668 c Most Demanding Sprinkler Data , © M.E.P.CAD, Inc. AutoSPRINK® VR10 00.0.59.0 2/10/2014 3:17:06PM Page 3 INode Analysis I Job Number: Z9486 - REMOTE AREA 3 Report Description Ordinary Group II Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 22 -14-0 S 59.866 464.54 106 14-9 Spr(-10.740) 10.740 26.22 109 11-3 Spr(-12.833) 12.833 28.66 201 11-3 Spr(-13.026) 13.026 28.87 202 14-8 Spr(-11.539) 11.539 27.18 203 11-3 Spr(-12.693) 12.693 28.50 204 14-9 Spr(-10.607) 10.607 26.05 205 18-2 Spr(-8.597) 8.597 23.46 206 14-8 Spr(-11.128) 11.128 26.69 207 11-3 Spr(-12.614) 12.614 28.41 208 21-7 Spr(-7.074) 7.074 21.28 209 18-2 Spr(-8.523) 8.523 23.35 210 21-7 Spr(-7.000) 7.000 21.17 211 14-9 Spr(-10.528) 10.528 25.96 212 11-3 Spr(-12.660) 12.660 28.46 213 21-8 Spr(-7.179) 7.179 21.43 214 18-2 Spr(-8.723) 8.723 23.63 215 14-8 Spr(-11.182) 11.182 26.75 216 11-3 Spr(-12.668) - 12.668 28.47 1 13-0 P0(10-0) 12.387 2 13-0 T(20-2) 15.353 3 13-0 P0(10-0) 12.051 4 -10-0 55.352 5 6-6 E(9-5) 39.192 6 13-0 P0(10-0) 11.972 7 11-3 T(20-2) 23.021 8 13-0 P0(10-0) 11.967 9 13-0 P0(10-0) 12.026 11 13-0 P0(10-0) 13.604 12 13-0 P0(10-0) 12.193 17 1 13-0 T(20-2) 15.356 LAA,@ M.E.P.CAD, Inc. i AutoSPRINK® VRIO vl0.0.59.0 2/10/2014 3:17:12PM Page 4 0,11 Hydraulic Analysts I Job Number Z9486 RE MOTE AREA 3 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary Route I ..... BL 2.0670 21.17 2.02 120 0.005313 8-0 Pt 0.043 210 209 21-7 18-2 21.17 8 7.000 8.523 Sprinkler 8-0 Pe Pv 1.480 BL 2.0670 44.52 4.26 120 0.021028 14-0 Pt 0.505 209 211 18-2 14-9 23.35 8 8.523 10.528 Sprinkler 2E(5-0) 10-0 24-0 Pe Pv 1.501 BL 2.0670 70.48 6.74 120 0.049187 4-0 Pt 0.689 211 8 14-9 13-0 25.96 8 10.528 11.967 Sprinkler P0(10-0) 10-0 14-0 Pe Pv 0.750 CM 3.2600 18.06 0.69 120 0.000431 12-0 Pt 0.005 8 6 13-0 13-0 11.967 11.972 12-0 Pe Pv 0.000 CM 3.2600 73.16 2.81 120 0.005730 10-4 Pt 0.079 6 3 13-0 13-0 26.69 11.972 12.051 Flow (q) from Route 4 fEE(3-6) 3-6 13-10 Pe Pv CM 3.2600 172.45 6.63 120 0.027996 12-0 P1 0.336 3 1 13-0 13-0 70.79 12.051 12.387 Flow (q)from Route 2 12-0 Pe Pv CM 3.2600 228.49 8.78 120 0.047120 22-4 P1 1.217 1 11 13-0 13-0 27.18 12.387 13.604 Flow (q) from Route 6 fEE(3-6) . 3-6 25-10 Pe Pv -0.000 CM 3.2600 246.62 9.48 120 0.054268 8-7 Pt 1.749 11 2 13-0 13-0 18.13 13.604 15.353 Flow (q) from Route 9 fEE(3-6), T(20-2) 23-8 32-3 Pe Pv CM 3.2600 242.32 9.31 120 0.052528 57-8 Pt 6.911 2 7 13-0 11-3 15.353 23.021 5fE(6-9), 2T(20-2) 73-11 131-7 Pe Pv 0.757 CM 3.2600 464.54 17.86 120 0.175099 37-7 Pt 14.111 7 5 11-3 6-6 23.021 39.192 5fE(6-9), E(9-5) 43-0 80-7 Pe Pv 2.059 FR 3.2600 464.54 17.86 120 0.175099 16-6 Pt 9.008 5 4 6-6 -10-0 39.192 55.352 CV(21-6), BV(13-5) 34-11 51-5 Pe Pv 7.153 UG 6.4000 464.54 4.63 140 0.004928 310-0 Pt 2.780 4 22 -10-0 -14-0 55.352 59.866 8E(24-2), CV(55-4), GV(5-2), 5 254-0 564-0 Pe Pv 1.734 250.00 Hose Allowance At Source 22 714.54 Route ..... BL 2.0670 21.28 2.03 120 0.005365 8-0 Pt 0.043 208 205 21-7 18-2 21.28 8 7.074 8.597 Sprinkler 8-0 Pe Pv 1.480 BL 2.0670 44.73 4.28 120 0.021214 14-0 Pt 0.509 205 204 18-2 14-9 23.46 8 8.597 10.607 Sprinkler 2E(5-0) 10-0 24-0 Pe Pv 1.501 BL 2.0670 70.79 6.77 120 0.049588 4-0 Pt 0.694 204 3 14-9 13-0 26.05 8 10.607 12.051 Sprinkler P0(10-0) 10-0 14-0 Pe Pv 0.750 Route ..... BL 2.0670 21.43 2.05 120 0.005439 8-0 Pt 0.044 213 214 21-8 18-2 21.43 8 7.179 8.723 Sprinkler 8-0 Pe Pv 1.501 BL 2.0670 45.06 4.31 120 0.021503 14-0 Pt 0.516 214 106 18-2 14-9 23.63 8 8.723 10.740 Sprinkler 2E(5-0) 10-0 24-0 Pe Pv 1.501 BL 2.0670 71.28 6.82 120 0.050226 4-0 Pt 0.703 106 12 14-9 13-0 26.22 8 10.740 12.193 Sprinkler P0(10-0) 10-0 14-0 Pe Pv 0.750 CM 3.2600 217.92 8.38 120 0.043166 46-2 Pt 3.163 12 17 13-0 13-0 117.98 12.193 15.356 Flow (q) from Route 5 2fEE(3-6), T(20-2) 27-2 73-3 Pe Pv -0.000 CM 3.2600 222.23 8.54 120 0.044757 67-0 Pt 6.908 17 7 13-0 11-3 4.31 15.356 23.021 Flow (q)from Route 14 7fE(6-9), 2T(20-2) 87-4 154-4 Pe Pv 0.757 Route ..... BL 2.0670 26.69 2.55 120 0.008158 4-0 Pt 0.114 206 6 14-8 13-0 26.69 8 11.128 11.972 Sprinkler P0(10-0) 10-0 14-0 Pe Pv 0.730 Route ..... L;A, © M.E.P.CAD, Inc. AutoSPRINK® VR10 vlo.0.59.0 2/10/2014 3:17:16PM Page 5 L Hydraulic Analysis Job Number: Z9486 - REMOTE AREA 3 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Upstream Discharge K-Factor Pt Pn Fittings . Eq. Length Total Length Summary BL 2.0670 26.75 2.56 120 0.008195 4-0 Pt 0.115 215 9 14-8 13-0 26.75 8 11.182 12.026 Sprinkler P0(10-0) 10-0 14-0 Pe 0.730 Pv CM 3.2600 117.98 4.53 120 0.013873 12-0 Pt 0.166 9 12 13-0 13-0 62.76 12.026 12.193 Flow (q)from Route 8 12-0 Pe Pv Route 6 ..... BL 2.0670 27.18 2.60 120 0.008437 4-0 Pt 0.118 202 1 14-8 13-0 27.18 8 11.539 12.387 Sprinkler P0(10-0) 10-0 14-0 Pe 0.730 Pv Route 7 ..... BL 2.0670 28.41 2.72 120 0.009161 4-0 Pf 0.128 207 6 11-3 13-0 28.41 8 12.614 11.972 Sprinkler P0(10-0) 10-0 14-0 Pe -0.771 Pv Route ..... BL 1.6100 10.34 1.63 120 0.004764 4-0 Pt 0.057 212 8 11-3 13-0 28.46 8 12.660 11.967 Sprinkler P0(8-0) 8-0 12-0 Pe -0.750 Pv CM 3.2600 62.76 2.41 120 0.004315 10-4 Pt 0.060 8 9 13-0 13-0 11.967 12.026 fEE(3-6) 3-6 13-10 Pe 0.000 Pv Route 9 ..... BL 1.6100 18.13 2.86 120 0.013470 103-9 Pt 1.695 212 11 11-3 13-0 28.46 8 12.660 13.604 Sprinkler 3fE(3-6), 2fEE(1-10), P0(8-0) 22-1 125-10 Pe -0.750 Pv Route 10 ..... BL 2.0670 28.47 2.72 120 0.009198 4-0 Pt 0.129 216 9 11-3 13-0 28.47 8 12.668 12.026 Sprinkler P0(10-0) 10-0 14-0 Pe -0.771 Pv Route 11 ..... BL 2.0670 28.50 2.73 120 0.009214 4-0 Pt 0.129 203 3 11-3 13-0 28.50 8 12.693 12.051 Sprinkler P0(10-0) 10-0 14-0 Pe -0.771 Pv Route 12 ..... BL 2.0670 28.66 2.74 120 0.009308 4-0 Pt 0.130 109 12 11-3 13-0 28.66 8 12.833 12.193 Sprinkler P0(10-0) 10-0 14-0 Pe -0.771 Pv Route 13 ..... BL 2.0670 28.87 2.76 120 0.009437 4-0 Pt 0.132 201 1 11-3 13-0 28.87 8 13.026 12.387 Sprinkler . P0(10-0) .. . 10-0 14-0 Pe -0.771 Pv Route 14 ..... CM 3.2600 4.31 0.17 120 0.000030 45-0 Pt 0.003 2 17 13-0 13-0 15.353 15.356 T(20-2) 2tEE(3-6), T(20-2) 47-4 92-3 Pe Pv Equivalent Pipe Lengths of Valves and Fittings (C=120 only) I I Actual Inside Diameter 487 Schedule 40 Steel Pipe Inside Diameter ) Factor Multiplier, • Of C 100 130 t~Value ing Factor 0.713 1.16 140 150 1.33 1.51 CAA, © M.E.P.CAD, Inc. djAutoSPRINK@ VR10 00.0.59.0 2/10/2014 3:17:16PM Page 6 1 :1IHydrauhic Analysis I Job Number: Z9486 - REMOTE AREA 3 Report Description: Ordinary Group II Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream Eq. Length ITotal Length ISummary Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BalV Ball Valve DR Drop Velocity fps BFP Backfiow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Length Foot C Cross Flow Turn 900 FR Feed Riser Friction Loss psi/Foot cplg Coupling MS Miscellaneous HWC Hazen-Williams Constant Cr Cross Run OR Outrigger Pt Total pressure at a point in a pipe CV Check Valve RN Riser Nipple Pn Normal pressure at a point in a pipe DelV Deluge Valve SP Sprig Pf Pressure loss due to friction between points DPV Dry Pipe Valve ST Stand Pipe Pe Pressure due to elevation difference between indicated points E 90° Elbow UG Underground Pv Velocity pressure at a point in a pipe EE 45° Elbow Eel 11W Elbow Ee2 22Y° Elbow Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cao , © M.E.P.CAD, Inc. AutoSPRINK® VR10 00.0.59.0 2/10/2014 3:17:16PM Page 7 Hydraulic Summary I Job Number: Z9486 - REMOTE AREA 4 Rnnrt flPisr.rinhinn Ewtr H7rc1 (rrttJn I Job Job Number Z9486 Design Engineer BRAD PAVLICK Job Name: SUN DIEGO State Certification/Licence Number Address 1 300 CARLSBAD VILLAGE DRIVE CARLSBAD CA AHJ CARLSBAD FIRE DEPT Address 2 Job SlteiBuiiding SUN DIEGO Address 3 Drowrng Name SUNDIEGO-FIRE-SPRN System Remote Area(s) Most Demanding Sprinkler Data 8 K-Factor 38.40 at 23.040 Occupancy Extra Hazard Group II Job Suffix REMOTE AREA 4 Nose Allowance At Source 250.00 Density 0.400g pm/ft2 Area of Application 796.00 (Actual 796.54) Additional Hose Supplies Node Flow(gpm) Number Of SpuirAters Calculated 7 Coverage Per Sprinkler 96.00 AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Total Hose Streams 250.00 System Flew Demand 278.68 Total Water Required (Including Hose riulowenee) 528.68 Maximum Pressure Unbalance In LOOPS 0.000 Maximum Velocity Above Ground 22.40 between nodes 8 and 10 Madmum Velocity Under Ground 2.78 between nodes 22 and 4 Volume capacityof Wet Pipes 863.54ga1 Volume capacity of Dry Pipes Supplies Node Name Hose Flow (gpm) Static (psi) Residual ,- Flow (psi) '— (gpm) Available ,_ Total Demand (psi) '— (gpm) Required (psi) Safety Margin (psi) 22 Water Supply 250.00 100.000 85.000 1404.00 97.538 I 528.68 68.883 28.654 Contractor - Contractor Number C-16422176 Contact Name BRAD PAVLICK Contact Tide Name of Contractor ARROW AUTOMATIC FIRE SPRINKLERS INC. Phone 619-448-2518 Extension Address 1 9520 PATHWAY ST SANTEE CA 92071 FAX Address 2 E.mall Address 3 Web-Site LA, ©M.E.P.CAD, Inc. AutoSPRINK®VR10v10.0.59.0 2/10/2014 3:17:44PM Page 1 'HIHydrauIic Graph 1 Job Number: Z9486 - REMOTE AREA 4 Renort Descrintion: Extra Hazard Groun I Water Supply at Node 22 150— 135— 120— 105— -Static Pressure 100.000 90 Static Pressure 90.000 (90%) 00085.000 in 1404.00 76.5004900%, 75-- 27868 t 68.883 a. 5268 with hose streams . ., 60 . 45 - System demand curve "... 30- 15— ULIII i.ILLL1J.J l)I)tllf 1(1111111 1)11)11 If I I I I I I ?300 600 900 1200 1500 1800 2100 2400 2700 3000 Water flaw, gpm Hydraulic Graph Water Supply at Node 22 Static; Pressure 100.000 Residual; Pressure 85.000 @ 1404.00 dvOitable Pressure at Tiers of Test 97.538 @ 528.68 System Derrtarrd 68.883 @ 278.68 System Demand (Including Hose dilowance at Source) 68.883 @ 528.68 , © M.E.P.CAD, Inc. AutoSPRINK® VRIO vl0.0.59.0 2/10/2014 3:17:47PM Page 2 ISummary Of Outfiowing Devices I Job Number: Z9486 - REMOTE AREA 4 Report Description: Extra Hazard Group II Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) c Sprinkler 401 38.40 38.40 8 23.040 Sprinkler 402 38.60 38.40 8 23.282 Sprinkler 403 38.51 38.40 8 23.166 Sprinkler 404 40.13 38.40 8 25.168 Sprinkler 405 39.75 38.40 8 24.686 Sprinkler 406 40.90 38.40 8 26.132 Sprinkler 407 42.40 1 38.40 8 28.090 c Most Demanding Sprinkler Data CIA, © M.E.P.CAD, Inc. 411 AutoSPRINK® VR10 vlO.O.59.O 2/10/2014 3:17:49PM Page 3 2NQde Analysis I Job Number: Z9486 - REMOTE AREA 4 Report Description: Extra Hazard Group II Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 22 -14-0 S 68.883 278.68 401 6-7 Spr(-23.040) 23.040 38.40 402 6-7 Spr(-23.282) 23.282 38.60 403 6-7 Spr(-23.166) 23.166 38.51 404 6-7 Spr(-25.168) 25.168 40.13 405 6-7 Spr(-24.686) 24.686 39.75 406 6-7 Spr(-26.132) 26.132 40.90 407 6-7 Spr(-28.090) 28.090 42.40 2 13-0 T(20-2) 44.391 4 -10-0 66.069 5 6-6 E(9-5) 55.416 7 11-3 T(20-2) 47.874 8 13-0 P0(10-0) 43.370 10 6-7 P0(5-0) 29.065 11 13-0 P0(10-0) 43.475 17 13-0 T(20-2) 44.476 , © M.E.P.CAD, Inc. iAutoSPRlNK® VR10 vl0.0.59.0 2/10/2014 3:17:51PM Page 4 flT IHydrauIic Analysis Job Number: Z9486 - REMOTE AREA 4 Report Description: Extra Hazard Group II Pipe Type Diameter Flow Velocity HWC Length Pressure Downstream Upstream Elevation Discharge K-Factor Friction Loss ----]Total Pt Pn Fittings Eq. Length Length Summary Route I ..... BL 1.6100 22.53 3.55 120 0.020134 12-0 Pt 0.242 401 402 6-7 6-7 38.40 8 23.040 23.282 Sprinkler 12-0 Pe Pv BL 1.6100 61.13 9.63 120 0.127632 13-0 Pt 1.887 402 404 6-7 6-7 38.60 8 23.282 25.168 Sprinkler fEE(1-10) 1-10 14-9 Pe Pv BL 1.6100 101.26 15.96 120 0.324708 12-0 Pt 3.896 404 10 6-7 6-7 40.13 8 25.168 29.065 Sprinkler 12-0 Pe Pv BL 1.6100 142.16 22.40 120 0.608193 16-7 Pt 17.075 10 8 6-7 13-0 40.90 29.065 43.370 Flow (q) from Route 3 fE(3-6), P0(8-0) 11-6 28-1 Pe -2.770 Pv CM 3.2600 37.29 1.43 120 0.001647 56-8 Pt 0.105 8 11 13-0 13-0 43.370 43.475 2fEE(3-6) 7-0 63-8 Pe -0.000 Pv CM 3.2600 173.81 6.68 120 0.028408 8-7 Pt 0.916 11 2 13-0 13-0 136.53 43.475 44.391 Flow (q) from Route 2 fEE(3-6), T(20-2) 23-8 32-3 Pe Pv CM 3.2600 146.55 5.63 120 0.020717 57-8 Pt 2.726 2 7 13-0 11-3 44.391 47.874 5fE(6-9), 2T(20-2) 73-11 131-7 Pe Pv 0.757 CM 3.2600 278.68 10.71 120 0.068036 37-7 Pt 5.483 7 5 11-3 6-6 47.874 55.416 5fE(6-9), E(9-5) 43-0 80-7 Pe 2.059 Pv FR 3.2600 278.68 10.71 120 0.068036 16-6 Pt 3.500 5 4 6-6 -10-0 55.416 66.069 CV(216), BV(13-5) 34-11 51-5 Pe Pv 7.153 UG 6.4000 278.68 2.78 140 0.001915 310-0 Pt 1.080 4 22 -10-0 -14-0 66.069 68.883 8E(24-2), CV(55-4), GV(5-2), S 254-0 564-0 Pe Pv 1.734 250.00 Hose Allowance At Source 22 528.68 Route 2 ..... BL 1.6100 15.87 2.50 120 0.010534 12-0 P1 0.126 401 403 6-7 6-7 38.40 8 23.040 23.166 Sprinkler 12-0 Pe Pv BL 1.6100 54.38 8.57 120 0.102787 13-0 P1 1.519 403 405 6-7 6-7 --- 38.51 8 23.166 24.686 Sprinkler fEE(1-10) 1-10 -14-9 Pe Pv BL 1.6100 94.13 14.83 120 0.283642 12-0 Pt 3.404 405 407 6-7 6-7 39.75 8 24.686 28.090 Sprinkler 12-0 Pe Pv BL 1.6100 136.53 21.52 120 0.564359 17-2 Pt 18.155 407 11 6-7 13-0 42.40 8 28.090 43.475 Sprinkler 2fE(3-6), P0(8-0) 15-0 32-2 Pe -2.770 Pv Route ..... BL 1.0490 40.90 15.18 120 0.488746 1-0 Pt 2.932 406 10 6-7 6-7 40.90 8 26.132 29.065 Sprinkler P0(5-0) 5-0 6-0 Pe Pv Route ..... CM 3.2600 104.87 4.03 120 0.011155 68-6 P1 1.106 8 17 13-0 13-0 43.370 44.476 3fEE(3-6), T(20-2) 30-8 99-1 Pe Pv CM 3.2600 132.14 5.08 120 0.017107 67-0 Pt 2.640 17 7 13-0 11-3 27.27 44.476 47.874 Flow (q) from Route 5 7fE(6-9), 2T(20-2) 87-4 154-4 Pe Pv 0.757 Route 5 ..... CM 3.2600 27.27 1.05 120 0.000923 45-0 P1 0.085 2 17 13-0 13-0 44.391 44.476 T(20-2) 2fEE(3-6), T(20-2) 47-4 92-3 Pe Pv Equivalent Pipe Lengths of Valves and Fittings (0=120 only) • I Actual Inside Diameter 487 Schedule 40 Steel Pipe Inside Diameter ) = Factor C ValueMuttiplier , Value Of C 100 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 ,©M.E.P.CAD, Inc. AAutoSPRINK@VR1000.0.59.0 2/10/2014 3:17:54PM Page 5 :jIHydraulic Analysis Pipe Type Diameter Flow Veloi Downstream Elevation Discharge K-Fa A Upstream Pipe Type Legend AO Arm-Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underaround Units Legend Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen-Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe Job Number: Z9486 - REMOTE AREA 4 Report Description: Extra Hazard Group II Eq. Length ISummary Total Length Fittings Legrd ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backfiow Preventer BV Butterfly Valve C Cross Flow Turn 900 cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 111%0 Elbow Ee2 22V2° Elbow Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap , © M.E.P.CAD, Inc. AutoSPRlNK® VR1O vl0.0.59.0 2/10/2014 3:17:54PM Page 6